HomeMy WebLinkAboutLAKEVIEW - PDP - PDP130026 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSDRAKE RD.
S.LEMAY AVE.
STOVER ST.
BROOKWOOD DR.
LAKESHORE DR.
E. SWALLOW RD.
COLUMBIA RD.
PARKWOOD DR.
OXFORD LN.
EASTWOOD DR.
STANFORD RD.
CAMELOT DR.
WILLIAMS
LAKE
NELSON
RESERVOIR
WOODWARD
GOVENOR
DRAKE RD.
FOOTHILLS BASIN
SPRING CREEK BASIN
STREET LIKE PRIVATE DRIVE
TYP. LOCAL RESIDENTIAL
(53' ACCESS/UTILITY ESMT )
ASTILBE WAY, WILDROSE CIRCLE, PEONY COURT& BLUEBONNET LANE
53' ACCESS/UTILITY
ESMT
7' PARKING
7' PARKING
9'
UTILITY
ESMT.
9'
UTILITY
ESMT.
15' {}30' -{}-{} 15' -{}
16' TRAVEL
2%-3% 2%-3%
No. Revisions:
By: Date:
REVIEWED BY:
R. Banning
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
AUGUST 2013
PROJECT:
665-002
Sheet
Of10Sheets
LAKEVIEW SUBDIVISION
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No. Revisions:
By: Date:
REVIEWED BY:
R. Banning
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
AUGUST 2013
PROJECT:
665-002
Sheet
Of10Sheets
LAKEVIEW SUBDIVISION
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NOT FOR CONSTRUCTION
REVIEW SET
08/21/13
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
E N G I N E E R I N G
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PHONE: 970.221.4158 FAX: 970.221.4159
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C001
COVER SHEET
N.A.
A. Boese
NTS
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
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Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
ELEC
ELEC
CONTROL IRR
WV
WV
H Y
D
H Y
D
CONTROL IRR
CONTROL IRR
CONTROL IRR
CONTROL IRR
CONTROL IRR
CONTROL IRR
CONTROL IRR
CONTROL IRR
CONTROL IRR
CONTROL IRR
CABLE VAULT
CONTROL IRR
T
C
C
CT
C T
CONTROL C
IRR
S
S
S
T T
T
T
S
S
S
S S
S
D
F
E
S
C T
EAST DRAKE ROAD
/ / / / / / / / / / / / / / / / / / / / / / / / / /
/
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / /
/ / / / / / / /
/ / / / / / / /
/ /
/ / / / / / / / / / /
/ / / / / / / / /
/ / / / / / / / / / /
/ / / / / / / / / / /
/ / / /
ELEC
ELEC
WV
WV
H Y
D
H Y
D
CABLE VAULT
CT
C T
C
LOT 10
LOT 9
LOT 8
LOT 7
LOT 6
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LOT 104
LOT 105
LOT 106
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S
S
S
S
S
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S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
CONTROL IRR
T
C
C
��������
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LOT 108
LOT 109
LOT 110
LOT 111
�����������
TRACT A
EASTBOROUGH
LOT 133 OWNER: CITY OF FORT COLLINS
LOT 131 LOT 132
T T
T
T
S
S S
S
D
F
E
S
C T
LOT 134
LOT 135
LOT 136
LOT 139
LOT 140
LOT 141
LOT 142
LOT 2
LOT 1
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LOT 112
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S
S
S
S S S S S
S
S
S
S
S
S
W
W
W W W W
W
W
W
W
W
W
W
ELEC
ELEC
WV
WV
H Y
D
H Y
D
CABLE VAULT
CT
C T
C
S
EAST DRAKE ROAD
LOT 106
OWNER:
LEWIS, ANDREW/
S JUANETTE
ELDORADO
SPRINGS
SECOND FILING
LOT 105
OWNER:
BACKES,
KARI K
LOT 104
OWNER:
RICHARDSON,
DONALD L/
MARILYN J
LOT 6
OWNER:
MT. VERNON
INVESTMENT
GROUP LLC
SILVERWOOD VILLAGE
SECOND FILING
LOT 8
OWNER:
KENNING, MARK R/
DIANE L
LOT 9
OWNER:
BEANER, ROGER W/
JOANN E
LOT 10
OWNER:
PELKEY, SCOTT
HOWE, CHARLES
FG=73.10
TF=73.77
A
LOT 30
FG=73.61
TF=74.28
A
LOT 29
FG=72.55
TF=73.22
A
CONTROL IRR
T
C
C
T T
T
T
S
S S
S
D
F
E
S
C T
FEATHERGRASS DRIVE
LOT 133
OWNER:
ROSCHKE FAMILY TRUST
LOT 132
OWNER:
KLINEDINST,
NICHOLAS J/TARA C
EASTBOROUGH
LOT 131
OWNER:
JORISSEN, DAVID W
WILBUR, WENDY P
TRACT A
OWNER: CITY OF FORT COLLINS
LOT 111
OWNER:
HOLMES, RICHARD L/
SHARON M
LOT 110
OWNER:
VANDER WILT,
DOUGLAS W/
LOIS K
LOT 109
OWNER:
DU CHATEAU,
PAUL C/SARA J
LOT 108
OWNER:
GRIDER, DAN A,
THE WILD ROSE
REVOCABLE
TRUST
FG=71.94
TF=72.61
A
LOT 33
FG=71.38
TF=72.05
A
LOT 34
FG=71.34
TF=72.01
A
4955
4960
4965
4970
4975
4980
4985
4990
4955
4960
4965
4970
4975
4980
4985
4990
-0+25 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00
8' CROSSPAN
Δ
ASTILBE WAY
4.5' SIDEWALK
9' UTILITY EASEMENT
4.5' SIDEWALK
9' UTILITY EASEMENT
53' ACCESS
& UTIL. ESMT.
30' {}-{}
BLUEBONNET LANE
SEE SHEET C501
LOT 17
LOT 19 LOT 18
LOT 23 LOT 22 LOT 21 LOT 20
LOT 42
LOT 41 LOT 36
LOT 35
LOT 34
LOT 33
Δ
Δ
Δ
23'
LOT 16
∆
WILDROSE CIRCLE
53' ACCESS
& UTIL. ESMT.
30' {}-{}
4.5' SIDEWALK
9' UTILITY EASEMENT
4.5' SIDEWALK
9' UTILITY EASEMENT
PEONY COURT
LOT 27
LOT 28
LOT 8 LOT 7
LOT 14 LOT 13 LOT 12 LOT 11 LOT 10 LOT 9
LOT 15
LOT 32 LOT 31 LOT 30 LOT 29
LOT 33
Δ
4960
4965
4970
4975
4980
4985
4990
4995
4960
4965
4970
4975
4980
4985
4990
4995
13+50 13+00 12+00 11+00 10+00
∆
PEONY COURT
4.5' SIDEWALK
9' UTILITY EASEMENT
4.5' SIDEWALK
9' UTILITY EASEMENT
53' ACCESS
& UTIL. ESMT.
30' {}-{}
TRACT C
LOT 24
LOT 25
LOT 26
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 27
LOT 28
WV
H
Y
D
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BLUEBONNET LANE
53' ACCESS
& UTIL. ESMT.
30' {}-{}
4.5' SIDEWALK
9' UTILITY EASEMENT
4.5' SIDEWALK
9' UTILITY EASEMENT
ASTILBE WAY
SEE SHEET C500
ASTILBE WAY
SEE SHEET C500
TRACT C
LOT 40
LOT 37
LOT 42 LOT 41
LOT 35 LOT 36
ELEC
WV
WV
H Y
D
H Y
D
CABLE VAULT
CONTROL IRR
T
C
C
CT
C T
C
S
S
T T
T
T
F
E
S
B2
4.70 ac
EXISTING
CHURCH BUILDING
B1
2.84 ac
B3-2
6.18 ac
B3-1
2.85 ac
OS1
0.52 ac
B3-3
1.96 ac
LOT 22 LOT 21 LOT 20 LOT 19
LOT 18
LOT 17
LOT 16
LOT 15
LOT 14
LOT 13
LOT 12
LOT 11
LOT 10
LOT 9
LOT 8
LOT 7
LOT 2
LOT 1
LOT 24
LOT 25
LOT 26
LOT 27
LOT 28
LOT 29
LOT 30
LOT 31
LOT 32
LOT 33
LOT 34
LOT 35
LOT 36
LOT 37
LOT 38
LOT 39
LOT 40
LOT 41
TRACT C
TRACT B
TRACT A
LOT 42
B2
OS1
EXTENDED DETENTION BASIN/
DETENTION POND
100-YR VOLUME: 4.34 AC-FT
100-YR WSEL: 4967.55
40-HOUR WQ RELEASE
OS2
0.19 ac
LOT 133
OWNER:
ROSCHKE FAMILY TRUST
LOT 132
OWNER:
KLINEDINST,
NICHOLAS J/TARA C
EASTBOROUGH
LOT 131
OWNER:
JORISSEN, DAVID W
WILBUR, WENDY P
TRACT A
OWNER: CITY OF FORT COLLINS
LOT 111
OWNER:
HOLMES, RICHARD L/
SHARON M
LOT 110
OWNER:
VANDER WILT,
DOUGLAS W/
LOIS K
LOT 109
OWNER:
DU CHATEAU,
PAUL C/SARA J
LOT 108
OWNER:
GRIDER, DAN A,
THE WILD ROSE
REVOCABLE
TRUST
LOT 106
OWNER:
LEWIS, ANDREW/
S JUANETTE
ELDORADO
SPRINGS
SECOND FILING
LOT 105
OWNER:
BACKES,
KARI K
LOT 104
OWNER:
RICHARDSON,
DONALD L/
MARILYN J
LOT 6
OWNER:
MT. VERNON
INVESTMENT
GROUP LLC
LOT 7
OWNER:
RAVENSCHLAG,
RALPH W/
CHERYL E
SILVERWOOD VILLAGE
SECOND FILING
LOT 8
OWNER:
KENNING, MARK R/
DIANE L
LOT 9
OWNER:
BEANER, ROGER W/
JOANN E
LOT 10
OWNER:
PELKEY, SCOTT
HOWE, CHARLES
B3
B1
B3-3
OS2
OS1
LOT 112
OWNER:
CALE, GARY S.
SILVERWOOD VILLAGE
FIRST FILING
ELDORADO
SPRINGS
SECOND FILING
LOT 5 LOT 6
LOT 4
LOT 3
100' SPILLWAY
CHRIST CENTER
COMMUNITY
CHURCH
No. Revisions:
By: Date:
REVIEWED BY:
R. Banning
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
AUGUST 2013
PROJECT:
665-002
Sheet
Of10Sheets
LAKEVIEW SUBDIVISION
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NOT FOR CONSTRUCTION
REVIEW SET
08/21/13
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
E N G I N E E R I N G
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PHONE: 970.221.4158 FAX: 970.221.4159
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C600
DRAINAGE EXHIBIT
A. Boese
A. Boese
1"=50'
NORTH
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
LEGEND:
4953
PROPOSED CONTOUR 93
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
NOTES:
PROPOSED INLET
A
DESIGN POINT
FLOW ARROW
DRAINAGE BASIN LABEL
BASIN
DESIGNATION
BASIN
AREA (AC)
DRAINAGE BASIN BOUNDARY
FOR DRAINAGE REVIEW ONLY
NOT FOR CONSTRUCTION
1.REFER TO THE "PRELIMINARY DRAINAGE REPORT FOR REGENCY LAKEVIEW' BY NORTHERN ENGINEERING, DATED AUGUST 21, 2013 FOR ADDITIONAL INFORMATION.
B2
1.45 ac
Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
BASIN B POND SUMMARY
VOLUME REQ'D (ac-ft) VOLUME PROVIDED (ac-ft) POND INVERT 100-YEAR WATER SURFACE
POND SPILL ELEV.
BASIN B 4.34 4.35 4960.75 4967.55 4967.70
DRAINAGE SUMMARY TABLE
DESIGN
POINT
BASIN
ID
TOTAL
AREA
(�����)
C2 C100
2-��
T�
(���)
100-��
T�
(���)
Q10
(���)
Q100
(���)
B1 B1 2.84 0.53 0.66 17.0 14.1 2.62 12.57
B2 B2 4.70 0.80 1.00 11.5 6.5 7.87 43.80
B3 B3-1 2.85 0.63 0.79 11.8 9.3 3.77 18.12
B3 B3-2 6.18 0.58 0.73 14.9 13.4 6.81 31.08
B3-3 B3-3 1.96 0.28 0.34 13.4 12.7 1.07 4.75
OS1 OS1 0.52 0.22 0.28 9.3 9.0 0.27 1.2
OS2 OS2 0.19 0.15 0.19 7.1 7.0 18.76 91.28
Δ
Δ
Δ
Δ
4955
4960
4965
4970
4975
4980
4985
4990
4955
4960
4965
4970
4975
4980
4985
4990
-0+50 0+00 1+00 2+00 3+00 4+00 4+50
KEYMAP
NTS
117'
APPROXIMATE
DETENTION
AREA
No. Revisions:
By: Date:
REVIEWED BY:
R. Banning
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
AUGUST 2013
PROJECT:
665-002
Sheet
Of10Sheets
LAKEVIEW SUBDIVISION
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E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
08/21/13
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.���
NORTH
( IN FEET )
1 inch = ft.
40 0 40 Feet
40
80 120
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
C501
PEONY COURT&BLUEBONNET LANE
ROADWAY PLAN & PROFILE R. Banning
A. Boese
1"=40'
CENTERLINE
PEONY COURT
SCALE : 1" = 40' (H) 1" = 5' (V)
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED ACCESS & UTILITY EASEMENT
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF
THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR
ALL UNKNOWN UNDERGROUND UTILITIES.
2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO {}" BELOW FINISHED GRADE. IF
NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN
VEHICLE OR BICYCLE WHEEL PATHS.
4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50
FEET.
5.CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES SHALL
HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
6.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE
FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY
STREET REPAIR STANDARDS.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT SAWCUT LINE LINE
EXISTING LOT LINE
NORTH
LINE
MATCH
STA
10+00
CENTERLINE
BLUEBONNET LANE
SCALE : 1" = 40' (H) 1" = 5' (V)
C501
C501
D���
D���
D���
D���
D���
D���
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
C��� E�������
W���� & W��������� U������
S��������� U������
P���� & R���������
T������ E�������
E������������ P������
C��� �� F��� C������, C�������
UTILITY PLAN APPROVAL
C500
C500
MATCH LINE
SEE SHEET
STA 10+00
C500
Δ
Δ
23'
LOT 6
LOT 5
KEYMAP
NTS
117'
APPROXIMATE
DETENTION
AREA
No. Revisions:
By: Date:
REVIEWED BY:
R. Banning
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
AUGUST 2013
PROJECT:
665-002
Sheet
Of10Sheets
LAKEVIEW SUBDIVISION
T���� �������� ���
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� P����������� E������� ��
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E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
08/21/13
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.���
NORTH
( IN FEET )
1 inch = ft.
40 0 40 Feet
40
80 120
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
C500
ASTILBE WAY&WILDROSE CIRCLE
ROADWAY PLAN & PROFILE R. Banning
A. Boese
1"=40'
CENTERLINE
ASTILBE WAY
SCALE : 1" = 40' (H) 1" = 5' (V)
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED ACCESS & UTILITY EASEMENT
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF
THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR
ALL UNKNOWN UNDERGROUND UTILITIES.
2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO {}" BELOW FINISHED GRADE. IF
NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN
VEHICLE OR BICYCLE WHEEL PATHS.
4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50
FEET.
5.CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES SHALL
HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
6.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE
FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY
STREET REPAIR STANDARDS.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT SAWCUT LINE LINE
EXISTING LOT LINE
NORTH
LINE
MATCH STA
5+00
LINE
MATCH
STA
5+00
LINE
MATCH
STA
10+00
C500
C500
D���
D���
D���
D���
D���
D���
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
C��� E�������
W���� & W��������� U������
S��������� U������
P���� & R���������
T������ E�������
E������������ P������
C��� �� F��� C������, C�������
UTILITY PLAN APPROVAL
MATCH LINE
SEE SHEET
STA 10+00
C501
C501
C501
LOT 16
FG=71.73
TF=72.40
A
LOT 15
FG=72.91
TF=73.58
B
LOT 36
FG=74.10
TF=74.77
A
LOT 42
FG=74.15
TF=74.82
A
LOT 41
FG=72.36
TF=73.03
B
???
FG=72.32
TF=72.99
B
LOT 22
FG=71.14
TF=71.81
B
LOT 21
FG=70.30
TF=70.97
B
LOT 20
FG=69.86
TF=70.53
B
LOT 19
FG=69.39
TF=70.06
B
LOT 18
FG=70.32
TF=70.99
B
LOT 17
FG=72.43
TF=73.10
B
LOT 35
TRACT B
ASTILBE WAY
EXTENDED DETENTION BASIN/
DETENTION POND
100-YR VOLUME: 4.34 AC-FT
100-YR WSEL: 4967.55
40-HOUR WQ RELEASE
53' ACCESS
& UTIL. ESMT.
9'
UTIL.
ESMT.
9'
UTIL.
ESMT.
53' ACCESS
& UTIL. ESMT.
9'
UTIL.
ESMT.
9'
UTIL.
ESMT.
BLUEBONNET LANE
100'
OVERFLOW
OXBOROUGH LANE
LOT 112
OWNER:
CALE, GARY S.
LOT 1
OWNER:
CHILSON, DANIEL G./BETH B.
LOT 2
OWNER:
STESHYN,
THOMAS W./SUSAN B.
SILVERWOOD VILLAGE
FIRST FILING
ELDORADO
SPRINGS
SECOND FILING
EASTBOROUGH
LOT 141
OWNER:
BUNDY, JOYCE M.
FAUBOROUGH CT.
No. Revisions:
By: Date:
REVIEWED BY:
R. Banning
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
AUGUST 2013
PROJECT:
665-002
Sheet
Of10Sheets
LAKEVIEW SUBDIVISION
T���� �������� ���
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E���������� S�������, I��.
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��� ���� �� ������������
������ ������ ��� ������ ��
� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
08/21/13
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.���
C401
OVERALL GRADING PLAN
A. Boese
A. Boese
1"=30'
LEGEND:
5013
PROPOSED CONTOUR 93
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED VERTICAL
NOTES:
PROPOSED STORM INLET
CURB & GUTTER
PROPERTY BOUNDARY
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
{
1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED
ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT
GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT
BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE
TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT
UTILITY LOCATIONS.
2.SPOT ELEVATIONS SHOWN ARE FLOWLINE OR EDGE OF WALK UNLESS NOTED OTHERWISE.
3.THE FINISHED FLOOR ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR
PROTECTION FROM THE 100-YEAR STORM.
4.ALL DISTURBED AREAS SHALL BE REVEGETATED PER THE LANDSCAPE PLANS.
5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE
CITY ENGINEERING INSPECTOR. ALL REPAIRS ARE TO BE IN ACCORDANCE WITH CITY STREET REPAIR
STANDARDS.
6.NOTE THAT EXISTING CONTOUR INFORMATION PROVIDED OUTSIDE OF THE PROPERTY BOUNDARY IS
SHOWN ON THESE DRAWINGS PER 2-FOOT AERIAL CONTOUR INFORMATION, IS PROVIDED FOR
INFORMATION ONLY, AND SHOULD BE CONSIDERED APPROXIMATE.}
77.71
(77.90)
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
PROPOSED GRADE 1.8%
EXISTING GRADE (1.8%)
TBC - TOP BACK OF CURB
EOP - EDGE OF PAVEMENT
TOP - TOP OF STAIR
BTM - BOTTOM OF STAIR
GRND - ELEVATION OF GROUND AT EXTERIOR WALL OR DOOR
PROPOSED STORM MANHOLE
A-A
PROPOSED CROSS SECTION
NORTH
( IN FEET )
1 inch = ft.
30 0 30 Feet
30
60 90
C400
C401
KEYMAP
NTS
117'
APPROXIMATE
DETENTION
AREA
MATCHLINE-SEE SHEET C400
NOTE: ALL PROPOSED STREETS ARE PRIVATE
LOT 31
FG=72.25
TF=72.92
A
LOT 32
FG=71.94
A
LOT 33
FG=72.08
TF=72.75
A
LOT 14
FG=72.38
TF=73.05
A
LOT 13
FG=72.68
TF=73.35
A
LOT 12
FG=72.98
TF=73.65
A
LOT 11
FG=73.28
TF=73.95
A
LOT 10
FG=73.57
TF=74.24
A
LOT 9
FG=73.99
TF=74.66
A
LOT 8
FG=74.26
TF=74.93
A
LOT 7
FG=74.61
TF=75.28
A
LOT 6
FG=74.91
TF=75.58
A
LOT 5
FG=75.26
TF=75.93
A
LOT 4
FG=75.76
TF=76.43
A
LOT 3
FG=76.75
TF=77.42
A
LOT 2
FG=77.15
TF=77.82
A
LOT 1
FG=76.96
TF=77.63
B
LOT 24
FG=76.30
TF=76.97
B
LOT 25
FG=75.67
TF=76.34
B
LOT 26
FG=74.54
TF=75.21
B
LOT 27
FG=73.65
TF=74.32
B
LOT 28
FG=75.84
TF=76.51
B
LOT 39
FG=74.46
TF=75.13
B
LOT 38
FG=73.45
TF=74.12
B
LOT 37
B
LOT 36
FG=74.15
A
LOT 41
FG=75.63
TF=76.30
A
LOT 40
TRACT C
TRACT A
WILDROSE CIRCLE
PEONY COURT
FEATHERGRASS DRIVE
53' ACCESS
& UTIL. ESMT.
9'
UTIL.
ESMT.
9'
UTIL.
ESMT.
9'
UTIL.
ESMT.
9'
UTIL.
ESMT.
53' ACCESS
& UTIL. ESMT.
BLUEBONNET LANE
CHRIST CENTER
COMMUNITY CHURCH
LOT 1
BLOCK 1
FIRST CHRISTIAN
CHURCH P.U.D.
No. Revisions:
By: Date:
REVIEWED BY:
R. Banning
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
AUGUST 2013
PROJECT:
665-002
Sheet
Of10Sheets
LAKEVIEW SUBDIVISION
T���� �������� ���
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E���������� S�������, I��.
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������ ������ ��� ������ ��
� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
08/21/13
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.���
C400
OVERALL GRADING PLAN
A. Boese
A. Boese
1"=30'
LEGEND:
5013
PROPOSED CONTOUR 93
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED VERTICAL
NOTES:
PROPOSED STORM INLET
CURB & GUTTER
PROPERTY BOUNDARY
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
{
1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED
ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT
GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT
BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE
TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT
UTILITY LOCATIONS.
2.SPOT ELEVATIONS SHOWN ARE FLOWLINE OR EDGE OF WALK UNLESS NOTED OTHERWISE.
3.THE FINISHED FLOOR ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR
PROTECTION FROM THE 100-YEAR STORM.
4.ALL DISTURBED AREAS SHALL BE REVEGETATED PER THE LANDSCAPE PLANS.
5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE
CITY ENGINEERING INSPECTOR. ALL REPAIRS ARE TO BE IN ACCORDANCE WITH CITY STREET REPAIR
STANDARDS.
6.NOTE THAT EXISTING CONTOUR INFORMATION PROVIDED OUTSIDE OF THE PROPERTY BOUNDARY IS
SHOWN ON THESE DRAWINGS PER 2-FOOT AERIAL CONTOUR INFORMATION, IS PROVIDED FOR
INFORMATION ONLY, AND SHOULD BE CONSIDERED APPROXIMATE.}
77.71
(77.90)
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
PROPOSED GRADE 1.8%
EXISTING GRADE (1.8%)
TBC - TOP BACK OF CURB
EOP - EDGE OF PAVEMENT
TOP - TOP OF STAIR
BTM - BOTTOM OF STAIR
GRND - ELEVATION OF GROUND AT EXTERIOR WALL OR DOOR
PROPOSED STORM MANHOLE
A-A
PROPOSED CROSS SECTION
NORTH
( IN FEET )
1 inch = ft.
30 0 30 Feet
30
60 90
C400
C401
KEYMAP
NTS
117'
APPROXIMATE
DETENTION
AREA
MATCHLINE-SEE SHEET C401
NOTE: ALL PROPOSED STREETS ARE PRIVATE
W
W
EXISTING 6'
UTILITY EASEMENT
EXISTING 6'
UTILITY EASEMENT
ASTILBE WAY
BLUEBONNET LANE
LOT 15
LOT 16
LOT 17
LOT 19 LOT 18
LOT 23 LOT 22 LOT 21 LOT 20
LOT 42
LOT 41 LOT 36
LOT 35
LOT 34
LOT 33
9'
UTIL.
ESMT.
9'
UTIL.
ESMT.
53' ACCESS
& UTIL. ESMT.
9'
UTIL.
ESMT.
9'
UTIL.
ESMT.
4.5' SIDEWALK
4.5' SIDEWALK
SAN MH A2-1A
INV. OUT=4958.88 (E)
RIM=4971.6
SAN MH A2-1
INV. IN=4958.55 (W)
INV. IN=4958.55 (N)
INV. OUT=4958.35 (E)
RIM=4970.0
SAN MH A3
INV. IN=4957.88 (N)
INV. OUT=4957.68 (SW)
RIM=4968.3
SAN MH A2
INV. IN=4957.48 (NE)
INV. IN=4957.48 (W)
INV. OUT=4957.28 (SE)
RIM=4967.8
SAN MH A1
INV. IN=4955.84 (NW)
INV. OUT=4955.64 (S)
RIM=4963.3
6'
UTIL.
ESMT.
TRACT B
FAUBOROUGH COURT
OXBOROUGH LANE
DETENTION POND
29.54'
6'
UTIL.
ESMT.
5'
UTIL.
ESMT.
53' ACCESS
& UTIL. ESMT.
34' ACCESS &
EMERGENCY ACCESS
ESMT
FEATHERGRASS DRIVE
No. Revisions:
By: Date:
REVIEWED BY:
R. Banning
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
AUGUST 2013
PROJECT:
665-002
Sheet
Of10Sheets
LAKEVIEW SUBDIVISION
T���� �������� ���
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E���������� S�������, I��.
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��� ���� �� ������������
������ ������ ��� ������ ��
� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
08/21/13
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.���
C301
UTILITY PLAN
A. Boese
A. Boese
1"=30'
NORTH
( IN FEET )
1 inch = ft.
30 0 30 Feet
30
60 90
C300
C301
PROPERTY BOUNDARY/R.O.W.
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
W
G
T
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
EXISTING ELECTRIC METER
EXISTING WATER METER
EXISTING IRRIGATION BOX
EXISTING POWER POLE
EXISTING GAS METER
EXISTING TELEPHONE PEDESTAL
EXISTING TREES
PROPOSED ELECTRIC TRANSFORMER
S
W
PROPOSED SEWER SERVICE
PROPOSED FIRE SERVICE F
EXISTING SANITARY SEWER SS
PROPOSED STORM INLET
EXISTING LIGHT POLE
PROPOSED FIRE DEPT. CONNECTION
PROPOSED CURB & GUTTER
PROPOSED CURB STOP & METER PIT
PROPOSED SANITARY SEWER
FDC
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
�
�
�
EASEMENT LINE
D���
D���
D���
D���
D���
D���
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
C��� E�������
W���� & W��������� U������
S��������� U������
P���� & R���������
T������ E�������
E������������ P������
C��� �� F��� C������, C�������
UTILITY PLAN APPROVAL
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
K��� ����'� �����.
C��� ������ ��� ���.
R
PROPOSED IRRIGATION CURB IR
STOP & METER PIT
�
CONTROL
IRR
�
�
�
�
�
1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS
SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO
THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH
INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT
LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE
RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO
ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS.
2.REFER TO APPROVED SITE ELECTRICAL PLANS FOR ALL CONDUITS AND POWER
LINE ROUTING FOR SITE LIGHTING.
3.WATER AND SEWER SERVICE PROVIDED BY THE CITY OF FORT COLLINS AND
ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT
COLLINS STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION.
4.MINIMUM DEPTH OF COVER OVER WATER MAINS SHALL BE 4.5'. MAXIMUM
COVER SHALL BE 5.5'.
5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN
ALL SANITARY SEWER & WATER MAINS & SERVICES.
6.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND
ARE NOT TO SCALE.
7.SANITARY SEWER SERVICES SHALL BE SDR-35 PVC.
8.WATER MAINS AND FIRE SERVICES SHALL BE AWWA C-900 PVC. WATER
SERVICES SHALL BE TYPE K COPPER OR HDPE FOR 1-1/2" AND 2-INCH SERVICES.
{9.ALL UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR TO VERIFY
EXISTENCE AND BOTH HORIZONTAL & VERTICAL LOCATION PRIOR TO
CONSTRUCTION.
10.CONTRACTOR SHALL POTHOLE ALL EXISTING UTILITIES WHERE CROSSING
PROPOSED UTILITIES AND IMPROVEMENTS PRIOR TO INSTALLING NEW UTILITIES.
THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY CONFLICTS
NOT IDENTIFIED ON THESE PLANS.}
ALL PROPOSED STREETS ARE PRIVATE
KEYMAP
NTS
117'
APPROXIMATE
DETENTION
AREA
MATCHLINE-SEE SHEET C300
NOTE: ALL PROPOSED STREETS ARE PRIVATE
S
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
EAST DRAKE ROAD
50' ACCESS &
EMERGENCY ACCESS
ESMT
30' UTIL
ESMT
EXISTING 15'
UTILITY EASEMENT
EXISTING 6'
UTILITY EASEMENT
WILDROSE CIRCLE
PEONY COURT
BONNET LANE
BLUEBONNET LANE
TRACT C
LOT 24
LOT 25
LOT 26
LOT 27
LOT 28
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5 LOT 6
LOT 7
LOT 8
LOT 9
LOT 10
LOT 11
LOT 12
LOT 13
LOT 14
LOT 41
LOT 40
LOT 37
LOT 36 LOT 33
LOT 32
LOT 31
LOT 30
LOT 29
53' ACCESS
& UTIL. ESMT.
9'
UTIL.
ESMT.
9'
UTIL.
ESMT.
9'
UTIL.
ESMT.
9'
UTIL.
ESMT.
4.5' SIDEWALK
4.5' SIDEWALK
4.5' SIDEWALK
4.5' SIDEWALK
13.5'
UTIL.
ESMT.
SAN MH A7
INV. OUT=4961.74 (E)
RIM=4975.5
SAN MH A2-2
INV. IN=4959.56 (NW)
INV. OUT=4959.36 (S)
RIM=4972.3
SAN MH A2-3
INV. OUT=4959.75 (SE)
RIM=4973.2
SAN MH A6
INV. IN=4960.60 (W)
INV. OUT=4960.40 (SE)
RIM=4971.6
SAN MH A5
INV. IN=4960.18 (NW)
INV. OUT=4959.98 (S)
FG=4971.1
SAN MH A4
INV. IN=4959.03 (N)
INV. OUT=4958.83 (S)
RIM=4969.6
TRACT A
6'
UTIL.
ESMT.
6'
UTIL.
ESMT.
6'
UTIL.
ESMT.
CHRIST CENTER
COMMUNITY CHURCH
53' ACCESS
& UTIL. ESMT.
5' UTIL
ESMT
5' UTIL
ESMT
LOT 39
LOT 38
FEATHERGRASS DRIVE
No. Revisions:
By: Date:
REVIEWED BY:
R. Banning
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
AUGUST 2013
PROJECT:
665-002
Sheet
Of10Sheets
LAKEVIEW SUBDIVISION
T���� �������� ���
����������� �� �������
�������� �� N�������
E���������� S�������, I��.
��� ��� ��� �� �� ���� ���
��� ���� �� ������������
������ ������ ��� ������ ��
� P����������� E������� ��
��� ������ �� N�������
E���������� S�������, I��.
NOT FOR CONSTRUCTION
REVIEW SET
08/21/13
200 S���� C������ A�����, S���� 010
F��� C������, C������� 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.���
C300
UTILITY PLAN
A. Boese
A. Boese
1"=30'
NORTH
( IN FEET )
1 inch = ft.
30 0 30 Feet
30
60 90
C300
C301
PROPERTY BOUNDARY/R.O.W.
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
W
G
T
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
EXISTING ELECTRIC METER
EXISTING WATER METER
EXISTING IRRIGATION BOX
EXISTING POWER POLE
EXISTING GAS METER
EXISTING TELEPHONE PEDESTAL
EXISTING TREES
PROPOSED ELECTRIC TRANSFORMER
S
W
PROPOSED SEWER SERVICE
PROPOSED FIRE SERVICE F
EXISTING SANITARY SEWER SS
PROPOSED STORM INLET
EXISTING LIGHT POLE
PROPOSED FIRE DEPT. CONNECTION
PROPOSED CURB & GUTTER
PROPOSED CURB STOP & METER PIT
PROPOSED SANITARY SEWER
FDC
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
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UTILITY PLAN APPROVAL
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
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1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS
SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO
THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH
INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT
LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE
RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO
ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS.
2.REFER TO APPROVED SITE ELECTRICAL PLANS FOR ALL CONDUITS AND POWER
LINE ROUTING FOR SITE LIGHTING.
3.WATER AND SEWER SERVICE PROVIDED BY THE CITY OF FORT COLLINS AND
ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT
COLLINS STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION.
4.MINIMUM DEPTH OF COVER OVER WATER MAINS SHALL BE 4.5'. MAXIMUM
COVER SHALL BE 5.5'.
5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN
ALL SANITARY SEWER & WATER MAINS & SERVICES.
6.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND
ARE NOT TO SCALE.
7.SANITARY SEWER SERVICES SHALL BE SDR-35 PVC.
8.WATER MAINS AND FIRE SERVICES SHALL BE AWWA C-900 PVC. WATER
SERVICES SHALL BE TYPE K COPPER OR HDPE FOR 1-1/2" AND 2-INCH SERVICES.
{9.ALL UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR TO VERIFY
EXISTENCE AND BOTH HORIZONTAL & VERTICAL LOCATION PRIOR TO
CONSTRUCTION.
10.CONTRACTOR SHALL POTHOLE ALL EXISTING UTILITIES WHERE CROSSING
PROPOSED UTILITIES AND IMPROVEMENTS PRIOR TO INSTALLING NEW UTILITIES.
THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY CONFLICTS
NOT IDENTIFIED ON THESE PLANS.}
ALL PROPOSED STREETS ARE PRIVATE
KEYMAP
NTS
117'
APPROXIMATE
DETENTION
AREA
MATCHLINE-SEE SHEET C301
NOTE: ALL PROPOSED STREETS ARE PRIVATE
/ / / / / / /
/ / / / / /
/ /
/ / / / / /
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/
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/
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/ / / / / / / / / / /
/ / / / /
/ / /
/ / / / / / / / / / /
/ / / / /
/ / / /
PRIVATE DRIVE
LEMAY AVENUE
LOT 10
LOT 9
LOT 8
LOT 7
LOT 6
SILVERWOOD
VILLAGE
SECOND
FILING
ELDORADO
SPRINGS
SECOND
FILING
LOT 104
LOT 105
LOT 106
LOT 108
LOT 109
LOT 110
LOT 111
EASTBOROUGH
TRACT A
OWNER: CITY OF
FORT COLLINS
LOT 133
LOT 131 LOT 132
EXISTING 6'
UTILITY EASEMENT
EXISTING 15'
UTILITY EASEMENT
EXISTING 15'
UTILITY EASEMENT
EXISTING 6'
UTILITY EASEMENT
LOT 1
BLOCK 1
FIRST
CHRISTIAN
CHURCH
OWNER: CHRIST P.CENTER U.COMMUNITY D. CHURCH
EXISTING
CHURCH
BUILDING
No. Revisions:
By: Date:
REVIEWED BY:
R. Banning
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
AUGUST 2013
PROJECT:
665-002
Sheet
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LAKEVIEW SUBDIVISION
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C100
& DEMOLITION PLAN
EXISTING CONDITIONS A. Boese
A. Boese
1"=60'
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES.
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UTILITY PLAN APPROVAL
NORTH
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
LEGEND:
E
CTV
EXISTING STORM SEWER
EXISTING CABLE TELEVISION
EXISTING ELECTRIC
EXISTING IRRIGATION BOX
EXISTING TELEPHONE PEDESTAL
EXISTING TREES
FIELD SURVEY BY:
NOTES:
ORIGINAL FIELD SURVEY
Northern Engineering Services, Inc.
Date: July 12, 2011
EXISTING 27" SANITARY SEWER 27" SS
EXISTING WATER W
X
EXISTING FIRE HYDRANT
EXISTING ELECTRIC VAULT
PROPERTY BOUNDARY
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
5015
5013
VAULT
ELEC
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CONTROL
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1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND
UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT
SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE
EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK.
BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL
BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND
SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES.
2.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING
DEMOLITION, REMOVAL, REPLACEMENT, AND DISPOSAL OF ALL FACILITIES
AND MATERIAL.
{3.CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A
MANNER THAT MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF
MATERIALS. THIS INCLUDES APPROPRIATE SORTING AND STORING. IN
PARTICULAR, DEMOLISHED CONCRETE, ASPHALT, AND BASE COURSE
SHOULD BE RECYCLED IF POSSIBLE. THE CITY OF FORT COLLINS STREET
DEPARTMENT OPERATES A CRUSHING OPERATION THAT WILL ACCEPT
CONCRETE MATERIAL AT NO COST FOR CRUSHING AND RE-USE AS
RECYCLED AGGREGATE. THIS OPERATION IS LOCATED AT 1380 HOFFMAN
MILL ROAD AND CAN BE REACHED AT (970) 482-1249.
4.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REMOVALS
ASSOCIATED WITH THE EXISTING BUILDING INCLUDING, BUT NOT LIMITED
TO, BUILDING INTERIORS, BUILDING EXTERIORS, AWNINGS, OVERHANGS,
FOUNDATIONS, ALL EQUIPMENT AND UTILITIES ATTACHED TO
STRUCTURES, ETC. CONTRACTOR SHALL COORDINATE WITH
GEOTECHNICAL RECOMMENDATIONS FOR ALL BACKFILL REQUIREMENTS.
5.VEGETATION WITHIN THE LIMITS OF DISTURBANCE SHALL BE STRIPPED
AND REMOVED PER PROJECT SPECIFICATIONS.
6.REFER TO LANDSCAPE PLANS BY RIPLEY DESIGN FOR TREE
PROTECTION NOTES, PROCEDURES, AND MITIGATION REQUIREMENTS.
}
7.CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO
THE EXISTING SITE SURVEY.{
}8.ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT
TO SCALE.{
9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE
DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL
REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
10.THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES THAT
ARE NOT TO BE REMOVED ADJACENT TO THE CONSTRUCTION AREA
INCLUDING, BUT NOT LIMITED TO, ADJACENT FENCING, PARKING AREAS
AND ABOVE GROUND OR UNDERGROUND UTILITIES. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR ANY DAMAGE THAT SHOULD OCCUR TO ANY
ON-SITE, OFF-SITE, PUBLIC OR PRIVATE FACILITY OR FEATURE AS A
RESULT OF THE CONSTRUCTION FOR THIS PROJECT.
REMOVE EXISTING CONCRETE PAVEMENT OR SIDEWALK
REMOVE EXISTING CURB
REMOVE EXISTING ASPHALT PAVEMENT
SAWCUT LINE
REMOVE EXISTING STRUCTURE
REMOVE EXISTING TREES
E
REMOVE EXISTING STORM SEWER
REMOVE EXISTING WATER W
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
REMOVE EXISTING UNDERGROUND ELECTRIC
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
A. GENERAL NOTES
1. All materials, workmanship, and construction of ppublic improvements shall meet or exceed the standards and specifications set forth in the
Larimer County Urban Area Street Standards and applicable state and federal regulations. Where there is conflict between these plans and
the specifications, or any applicable standards, the most restrictive standard shall apply. All work shall be inspected and approved by the
City of Fort Collins.
2. All references to any published standards shall refer to the latest revision of said standard, unless specifically stated otherwise.
3. These public improvement construction plans shall be valid for a period of three years from the date of approval by the City of Fort Collins
Engineer. Use of these plans after the expiration date will require a new review and approval process by the City of Fort Collins prior to
commencement of any work shown in these plans.
4. The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility to the City of Fort Collins, as
beneficiary of said engineer's work, for any errors and omissions contained in these plans, and approval of these plans by the City of Fort
Collins Engineer shall not relieve the engineer who has prepared these plans of all such responsibility. Further, to the extent permitted by
law, the engineer hereby agrees to hold harmless and indemnify the City of Fort Collins, and its officers and employees, from and against all
liabilities, claims, and demands which may arise from any errors and omissions contained in these plans.
5. All storm sewer construction, as well as power and other "dry" utility installations, shall conform to the City of Fort Collins standards and
specifications current at the date of approval of the plans by the City of Fort Collins Engineer.
6. The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It shall be the
responsibility of the Developer to verify the existence and location of all underground utilities along the route of the work before commencing
new construction. The Developer shall be responsible for unknown underground utilities.
7. The Developer shall contact the Utility Notification Center of Colorado (UNCC) at 1-800-922-1987, at least 2 working days prior to beginning
excavation or grading, to have all registered utility locations marked. Other unregistered utility entities (i.e. ditch / irrigation company) are to
be located by contacting the respective representative. Utility service laterals are also to be located prior to beginning excavation or grading.
It shall be the responsibility of the Developer to relocate all existing utilities that conflict with the proposed improvements shown on these
plans.
8. The Developer shall be responsible for protecting all utilities during construction and for coordinating with the appropriate utility company for
any utility crossings required.
9. If a conflict exists between existing and proposed utilities and/or a design modification is required, the Developer shall coordinate with the
engineer to modify the design. Design modification(s) must be approved by the City of Fort Collins prior to beginning construction.
10. The Developer shall coordinate and cooperate with the City of Fort Collins, and all utility companies involved, to assure that the work is
accomplished in a timely fashion and with a minimum disruption of service. The Developer shall be responsible for contacting, in advance,
all parties affected by any disruption of any utility service as well as the utility companies.
11. No work may commence within any public storm water, sanitary sewer or potable water system until the Developer notifies the utility
provider. Notification shall be a minimum of 2 working days prior to commencement of any work. At the discretion of the water utility
provider, a pre-construction meeting may be required prior to commencement of any work.
12. The Developer shall sequence installation of utilities in such a manner as to minimize potential utility conflicts. In general, storm sewer and
sanitary sewer should be constructed prior to installation of the water lines and dry utilities.
13. The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the
Water Utility.
14. A State Construction Dewatering Wastewater Discharge Permit is required if dewatering is required in order to install utilities or if water is
discharged into a storm sewer, channel, irrigation ditch or any waters of the United States.
15. The Developer shall comply with all terms and conditions of the Colorado Permit for Storm Water Discharge (Contact Colorado Department
of Health, Water Quality Control Division, (303) 692-3590), the Storm Water Management Plan, and the Erosion Control Plan.
16. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of
onsite drainage facilities shall be the responsibility of the property owner(s).
17. Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must be
submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at
least two weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall be
submitted to the Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed
prior to certification per the Development Agreement.
18. The City of Fort Collins shall not be responsible for any damages or injuries sustained in this Development as a result of groundwater
seepage, whether resulting from groundwater flooding, structural damage or other damage unless such damage or injuries are sustained as
a result of the City of Fort Collins failure to properly maintain its water, wastewater, and/or storm drainage facilities in the development.
19. All recommendations of the Preliminary Drainage Report for Regency Lakeview dated April 18, 2012 by Northern Engineering Services, Inc.,
shall be followed and implemented.
20. Temporary erosion control during construction shall be provided as shown on the Erosion Control Plan. All erosion control measures shall
be maintained in good repair by the Developer, until such time as the entire disturbed areas is stabilized with hard surface or landscaping.
21. The Developer shall be responsible for insuring that no mud or debris shall be tracked onto the existing public street system. Mud and
debris must be removed within 24 hours by an appropriate mechanical method (i.e. machine broom sweep, light duty front-end loader, etc.)
or as approved by the the City of Fort Collins street inspector.
22. No work may commence within any improved or unimproved public Right-of-Way until a Right-of-Way Permit or Development Construction
Permit is obtained, if applicable.
23. The Developer shall be responsible for obtaining all necessary permits for all applicable agencies prior to commencement of construction.
The Developer shall notify the the City of Fort Collins Inspector (Fort Collins - 221-6605) and the City of Fort Collins Erosion Control
Inspector (Fort Collins - 221-6700) at least 2 working days prior to the start of any earth disturbing activity, or construction on any and all
public improvements. If the City of Fort Collins Engineer is not available after proper notice of construction activity has been provided, the
Developer may commence work in the Engineer's absence. However, the City of Fort Collins reserves the right not to accept the
improvement if subsequent testing reveals an improper installation.
24. The Developer shall be responsible for obtaining soils tests within the Public Right-of-Way after right of way grading and all utility trench
work is complete and prior to the placement of curb, gutter, sidewalk and pavement. If the final soils/pavement design report does not
correspond with the results of the original geotechnical report, the Developer shall be responsible for a re-design of the subject pavement
section or, the Developer may use the City of Fort Collins' default pavement thickness section(s). Regardless of the option used, all final
soils/pavement design reports shall be prepared by a licensed Professional Engineer. The final report shall be submitted to the Inspector a
minimum of 10 working days prior to placement of base and asphalt. Placement of curb, gutter, sidewalk, base and asphalt shall not occur
until the City of Fort Collins Engineer approves the final report.
25. The contractor shall hire a licensed engineer or land surveyor to survey the constructed elevations of the street subgrade and the gutter
flowline at all intersections, inlets, and other locations requested by the the City of Fort Collins inspector. The engineer or surveyor must
certify in a letter to the City of Fort Collins that these elevations conform to the approved plans and specifications. Any deviations shall be
noted in the letter and then resolved with the City of Fort Collins before installation of base course or asphalt will be allowed on the streets.
26. All utility installations within or across the roadbed of new residential roads must be completed prior to the final stages of road construction.
For the purposes of these standards, any work except c/g above the subgrade is considered final stage work. All service lines must be
stubbed to the property lines and marked so as to reduce the excavation necessary for building connections.
27. Portions of Larimer County are within overlay districts. The Larimer County Flood Plain Resolution should be referred to for additional
criteria for roads within these districts.
28. All road construction in areas designated as Wild Fire Hazard Areas shall be done in accordance with the construction criteria as
established in the Wild Fire Hazard Area Mitigation Regulations in force at the time of final plat approval.
29. Prior to the commencement of any construction, the contractor shall contact the Local Entity Forester to schedule a site inspection for any
tree removal requiring a permit.
30. The Developer shall be responsible for all aspects of safety including, but not limited to, excavation, trenching, shoring, traffic control, and
security. Refer to OSHA Publication 2226, Excavating and Trenching.
31. The Developer shall submit a Construction Traffic Control Plan, in accordance with MUTCD, to the appropriate Right-of-Way authority. (The
the City of Fort Collins, Larimer County, Colorado), for approval, prior to any construction activities within, or affecting, the Right-of-Way.
The Developer shall be responsible for providing any and all traffic control devices as may be required by the construction activities.
32. Prior to the commencement of any construction that will affect traffic signs of any type, the contractor shall contact the City of Fort Collins
Traffic Operations Department, who will temporarily remove or relocate the sign at no cost to the contractor, however, if the contractor
moves the traffic sign then the contractor will be charged for the labor, materials and equipment to reinstall the sign as needed.
33. The Developer is responsible for all costs for the initial installation of traffic signing and striping for the Development related to the
Development's local street operations. In addition, the Developer is responsible for all costs for traffic signing and striping related to directing
traffic access to and from the Development.
34. There shall be no site construction activities on Saturdays, unless specifically approved by the City of Fort Collins Engineer, and no site
construction activities on Sundays or holidays, unless there is prior written approval by Larimer County.
35. The Developer is responsible for providing all labor and materials necessary for the completion of the intended improvements, shown on
these drawings, or designated to be provided, installed, or constructed, unless specifically noted otherwise.
36. Dimensions for layout and construction are not to be scaled from any drawing. If pertinent dimensions are not shown, contact the Designer
for clarification, and annotate the dimension on the as-built record drawings.
37. The Developer shall have, onsite at all times, one (1) signed copy of the approved plans, one (1) copy of the appropriate standards and
specifications, and a copy of any permits and extension agreements needed for the job.
38. If, during the construction process, conditions are encountered which could indicate a situation that is not identified in the plans or
specifications, the Developer shall contact the Designer and the City of Fort Collins Engineer immediately.
39. The Developer shall be responsible for recording as-built information on a set of record drawings kept on the construction site, and available
to the Larimer County's Inspector at all times. Upon completion of the work, the contractor(s) shall submit record drawings to the City of Fort
Collins Engineer.
40. The Designer shall provide, in this location on the plan, the location and description of the nearest survey benchmarks (2) for the project as
well as the basis of bearings. The information shall be as follows:
City of Fort Collins benchmark 18-92
Located on the north side of East Drake Road east of Silver Creek Drive, on top of a storm manhole.
Elevation=4966.96
City of Fort Collins benchmark 19-92
Located on the southwest corner of East Drake Road and Lemay Avenue, on top of a sanitary sewer pump station.
Elevation= 4975.21
41. All stationing is based on centerline of roadways unless otherwise noted.
42. Damaged curb, gutter and sidewalk existing prior to construction, as well as existing fences, trees, streets, sidewalks, curbs and gutters,
landscaping, structures, and improvements destroyed, damaged or removed due to construction of this project, shall be replaced or restored
in like kind at the Developer's expense, unless otherwise indicated on these plans, prior to the acceptance of completed improvements
and/or prior to the issuance of the first Certificate of Occupancy.
43. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The
existing street condition shall be documented by the City of Fort Collins Construction Inspector before any cuts are made. Patching shall be
done in accordance with the City of Fort Collins Street Repair Standards. The finished patch shall blend in smoothly into the existing
surface. All large patches shall be paved with an asphalt lay-down machine. In streets where more than one cut is made, an overlay of the
entire street width, including the patched area, may be required. The determination of need for a complete overlay shall be made by the
Larimer County Engineer and/or the City of Fort Collins Inspector at the time the cuts are made.
44. Upon completion of construction, the site shall be cleaned and restored to a condition equal to, or better than, that which existed before
construction, or to the grades and condition as required by these plans.
45. Standard Handicap ramps are to be constructed at all curb returns and at all "T" intersections.
46. After acceptance by the City of Fort Collins, public improvements depicted in these plans shall be guaranteed to be free from material and
workmanship defects for a minimum period of two years from the date of acceptance.
47. The City of Fort Collins shall not be responsible for the maintenance of roadway and appurtenant improvements, including storm drainage
structures and pipes, for the following private streets: N.A.
48. Approved Variances are listed as follows:
(The following is a proposedvariance, requested in a letter to the Local Entity Engineer dated 06.08.12.)
EAST DRAKE ROAD: sight distance requirements.
CONSTRUCTION NOTES
A. Grading and Erosion Control Notes
1. The erosion control inspector must be notified at least twenty-four (24) hours prior to any construction on this site.
2. There shall be no earth-disturbing activity outside the limits designated on the accepted plans.
3. All required perimeter silt and construction fencing shall be installed priorto any land disturbing activity (stockpiling, stripping, grading, etc).
All other required erosion control measures shall be installed at the appropriate time in the construction sequence as indicated in the
approved project schedule, construction plans, and erosion control report.
4. At all times during construction, the Developer shall be responsible for preventing and controlling on-site erosion including keeping the
property sufficiently watered so as to minimize wind blown sediment. The Developer shall also be responsible for installing and maintaining
all erosion control facilities shown herein.
5. Pre-disturbance vegetation shall be protected and retained wherever possible. Removal or disturbance of existing vegetation shall be
limited to the area(s) required for immediate construction operations, and for the shortest practical period of time.
6. All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc.) shall be kept in a roughened
condition by ripping or disking along land contours until mulch, vegetation, or other permanent erosion control BMPs are installed. No soils
in areas outside project street rights-of-way shall remain exposed by land disturbing activity for more than thirty (30) days before required
temporary or permanent erosion control (e.g. seed/mulch, landscaping, etc.) is installed, unless otherwise approved by the City/County.
7. In order to minimize erosion potential, all temporary (structural) erosion control measures shall:
a. Be inspected at a minimum of once every two (2) weeks and after each significant storm event and repaired or reconstructed as
necessary in order to ensure the continued performance of their intended function.
b. Remain in place until such time as all the surrounding disturbed areas are sufficiently stabilized as determined by the erosion control
inspector.
c. Be removed after the site has been sufficiently stabilized as determined by the erosion control inspector.
8. When temporary erosion control measures are removed, the Developer shall be responsible for the clean up and removal of all sediment
and debris from all drainage infrastructure and other public facilities.
9. The contractor shall immediately clean up any construction materials inadvertently deposited on existing streets, sidewalks, or other public
rights of way, and make sure streets and walkways are cleaned at the end of each working day.
10. All retained sediments, particularly those on paved roadway surfaces, shall be removed and disposed of in a manner and location so as not
to cause their release into any waters of the United States.
11. No soil stockpile shall exceed ten (10) feet in height. All soil stockpiles shall be protected from sediment transport by surface roughening,
watering, and perimeter silt fencing. Any soil stockpile remaining after thirty (30) days shall be seeded and mulched.
12. The stormwater volume capacity of detention ponds will be restored and storm sewer lines will be cleaned upon completion of the project
and before turning the maintenance over to the City/County or Homeowners Association (HOA).
13. City Ordinance and Colorado Discharge Permit System (CDPS) requirements make it unlawful to discharge or allow the discharge of any
pollutant or contaminated water from construction sites. Pollutants include, but are not limited to discarded building materials, concrete
truck washout, chemicals, oil and gas products, litter, and sanitary waste. The developer shall at all times take whatever measures are
necessary to assure the proper containment and disposal of pollutants on the site in accordance with any and all applicable local, state, and
federal regulations.
14. A designated area shall be provided on site for concrete truck chute washout. The area shall be constructed so as to contain washout
material and located at least fifty (50) feet away from any waterway during construction. Upon completion of construction activities the
concrete washout material will be removed and properly disposed of prior to the area being restored.
15. Conditions in the field may warrant erosion control measures in addition to what is shown on these plans. The Developer shall implement
whatever measures are determined necessary, as directed by the City.
B. Street Improvement Notes
1. All street construction is subject to the General Notes on the cover sheet of these plans as well as the Street Improvements Notes listed
here.
2. A paving section design, signed and stamped by a Colorado licensed Engineer, must be submitted to the City of Fort Collins Engineer for
approval, prior to any street construction activity, (full depth asphalt sections are not permitted at a depth greater than 8 inches of asphalt).
The job mix shall be submitted for approval prior to placement of any asphalt.
3. Where proposed paving adjoins existing asphalt, the existing asphalt shall be saw cut, a minimum distance of 12 inches from the existing
edge, to create a clean construction joint. The Developer shall be required to remove existing pavement to a distance where a clean
construction joint can be made. Wheel cuts shall not be allowed unless approved by the City of Fort Collins Engineer in Fort Collins.
4. Street subgrades shall be scarified the top 12 inches and re-compacted prior to subbase installation. No base material shall be laid until the
subgrade has been inspected and approved by the City of Fort Collins Engineer.
5. Ft. Collins only. Valve boxes and manholes are to be brought up to grade at the time of pavement placement or overlay. Valve box adjusting
rings are not allowed.
6. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The
existing street condition shall be documented by the Inspector before any cuts are made. Cutting and patching shall be done in
conformance with Chapter 25, Reconstruction and Repair. The finished patch shall blend smoothly into the existing surface. The
determination of need for a complete overlay shall be made by the City of Fort Collins Engineer. All overlay work shall be coordinated with
adjacent landowners such that future projects do not cut the new asphalt overlay work.
7. All traffic control devices shall be in conformance with these plans or as otherwise specified in M.U.T.C.D. (including Colorado supplement)
and as per the Right-of-Way Work Permit traffic control plan.
8. The Developer is required to perform a gutter water flow test in the presence of the City of Fort Collins Inspector and prior to installation of
asphalt. Gutters that hold more than 1/4 inch deep or 5 feet longitudinally, of water, shall be completely removed and reconstructed to drain
properly.
9. Prior to placement of H.B.P. or concrete within the street and after moisture/density tests have been taken on the subgrade material (when a
full depth section is proposed) or on the subgrade and base material (when a composite section is proposed), a mechanical "proof roll" will
be required. The entire subgrade and/or base material shall be rolled with a heavily loaded vehicle having a total GVW of not less than
50,000 lbs. and a single axle weight of at least 18,000 lbs. with pneumatic tires inflated to not less that 90 p.s.i.g. "Proof roll" vehicles shall
not travel at speeds greater than 3 m.p.h. Any portion of the subgrade or base material which exhibits excessive pumping or deformation, as
determined by the City of Fort Collins Engineer, shall be reworked, replaced or otherwise modified to form a smooth, non-yielding surface.
The City of Fort Collins Engineer shall be notified at least 24 hours prior to the "proof roll." All "proof rolls" shall be preformed in the presence
of an Inspector.
C. Traffic Signing and Pavement Marking Construction Notes
1. All signage and marking is subject to the General Notes on the cover sheet of these plans, as well as the Traffic Signing and Marking
Construction Notes listed here.
2. All symbols, including arrows, ONLYS, crosswalks, stop bars, etc. shall be pre-formed thermo-plastic.
3. All signage shall be per the City of Fort Collins Standards and these plans or as otherwise specified in MUTCD.
4. All lane lines for asphalt pavement shall receive two coats of latex paint with glass beads.
5. All lane lines for concrete pavement should be epoxy paint.
6. Prior to permanent installation of traffic striping and symbols, the Developer shall place temporary tabs or tape depicting alignment and
placement of the same. Their placement shall be approved by the City of Fort Collins Traffic Engineer prior to permanent installation of
striping and symbols.
7. Pre-formed thermo-plastic applications shall be as specified in these Plans and/or these Standards.
8. Epoxy applications shall be applied as specified in CDOT Standard Specifications for Road and Bridge Construction.
9. All surfaces shall be thoroughly cleaned prior to installation of striping or markings.
10. All sign posts shall utilize break-away assemblies and fasteners per the Standards.
11. A field inspection of location and installation of all signs shall be performed by the City of Fort Collins Traffic Engineer or their designate. All
discrepancies identified during the field inspection must be corrected before the 2-year warranty period will begin.
12. The Developer installing signs shall be responsible for locating and protecting all underground utilities.
13. Special care shall be taken in sign location to ensure an unobstructed view of each sign.
14. Signage and striping has been determined by information available at the time of review. Prior to initiation of the warranty period,the City of
Fort Collins Traffic Engineer reserves the right to require additional signage and/or striping if the City of Fort Collins Traffic Engineer
determines that an unforeseen condition warrants such signage according to the MUTCD or the CDOT M and S Standards. All signage and
striping shall fall under the requirements of the 2-year warranty period for new construction (except fair wear on traffic markings).
15. Sleeves for sign posts shall be required for use in islands/medians. Refer to Chapter 14, Traffic Control Devices, for additional detail.
D. Storm Drainage Notes
1. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of
onsite drainage facilities shall be the responsibility of the property owner(s).
2. All recommendations of the Preliminary Drainage for Regency Lakeview dated April 18, 2012 by Northern Engineering Services, Inc., shall
be followed and implemented.
3. Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must by
submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at
least two weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall by
submitted to the Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed
prior to certification per the Development Agreement.
E. Utility Notes
1. All waterline and sanitary sewer construction shall conform to the Fort Utility standards and specifications current to date of construction.
2. The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the
water utility.
3. Water mains shall be poly-wrapped D.I.P, or PVC with tracer wire.
4. HDPE pipe may be used for 1-1/2 and 2 inch water services. The pipe shall meet the standards of AWWA 901, NSF Standard 61 and
ASTM. The HDPE pipe shall be SDR 9 having a pressure rating of 200 psi. Stiffeners shall be used at all fittings and connections.
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NOT FOR CONSTRUCTION
REVIEW SET
08/21/13
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E N G I N E E R I N G
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PHONE: 970.221.4158 FAX: 970.221.4159
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C000
COVER SHEET
N.A.
A. Boese
NTS
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
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Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
AUGUST 2013
UTILITY PLANS FOR
CONTACT INFORMATION
PROJECT TEAM:
The Henry Design Group
1501 Wazee Street Suite 1-C
Denver, CO 80202
(303) 446-2368
Century Communities
8390 E. Crescent Parkway Suite 650
Greenwood Village, CO 80111
(303) 770-8300
GAS----------------- Xcel Energy----------------------------- Al Ermer (970) 225-7869
ELECTRIC-------- City of Fort Collins Light & Power-- Doug Martine (970) 224-6152
CABLE------------- Comcast---------------------------------- Don Kapperman (970) 567-0245
TELECOM.--------Qwest Local Network------------------ Bill Johnson (970) 377-6401
WATER------------ City of Fort Collins Utilities----------- Roger Buffington (970) 221-6854
WASTEWATER--City of Fort Collins Utilities----------- Roger Buffington (970) 221-6854
STORMWATER- City of Fort Collins Utilities----------- Glen Schlueter (970) 221-6700
UTILITY CONTACT LIST: *
UTILITY COMPANY
* This list is provided as a courtesy reference only. Northern Engineering Services assumes no responsibility for
the accuracy or completeness of this list. In no way shall this list relinquish the Contractor's responsibility for
locating all utilities prior to commencing any construction activity. Please contact the Utility Notification Center of
Colorado (UNCC) at 811 for additional information.
CTL Thompson, Inc.
Ronald McOmber, PE
351 Linden Street, Suite 140
Fort Collins, Colorado 80524
(970) 206-9455
PHONE NUMBER
Northern Engineering Services, Inc.
Ryan Banning, PE
200 South College Avenue, Suite 010
Fort Collins, Colorado 80524
(970) 221-4158
Northern Engineering Services, Inc.
Gary Gilliland, PLS
200 South College Avenue, Suite 010
Fort Collins, Colorado 80524
(970) 221-4158
E N G I N E E R I N G
� � � � � � ��
E N G I N E E R I N G
� � � � � � ��
PLANNER/
LANDSCAPE ARCHITECT
SiteWise, LLC
7000 N. Broadway
Building 3, Suite 306
Denver, Colorado 80221
(303) 650-8680
** The underground utility locates provided by SiteWise, LLC are based upon the best available information at
the time of locating. Contractor acknowledges that it is common for underground facility owner maps to have
errors and omissions of data shown. Consequently, it is the Contractor's sole responsibility to field verify the
location of all utilities prior to construction, and notify the Engineer of any discrepancies found.
I hereby affirm that these final
construction plans were prepared
under my direct supervision, in
accordance with all applicable City
of Fort Collins and State of
Colorado standards and statutes,
respectively; and that I am fully
responsible for the accuracy of all
design. revisions, and record
conditions that I have noted on
these plans.
These plans have been reviewed by the City of Fort Collins for concept only. The review does not imply responsibility
by the reviewing department, the City of Fort Collins Engineer, or the City of Fort Collins for accuracy and correctness
of the calculations. Furthermore, the review does not imply that quantities of items on the plans are the final quantities
required. The review shall not be construed for any reason as acceptance of financial responsibility by the City of Fort
Collins for additional quantities of items shown that may be required during the construction phase.
DISCLAIMER STATEMENT:
CERTIFICATION STATEMENT:
LSC Transportation Consultants, Inc.
1889 York Street
Denver, CO 80206
(303) 333-1105
PROJECT
LOCATION
VICINITY MAP
NORTH 1"=2000'
GEOTECHNICAL ENGINEER
SUBSURFACE UTILITY LOCATES**
DEVELOPER/APPLICANT
SITE ENGINEER
SURVEYOR
TRAFFIC ENGINEER
BENCHMARK #1:
City of Fort Collins Benchmark 18-92
Located on the north side of East Drake Road east of Silver Creek Drive, on top of a storm
manhole.
Elevation= 4966.96
BENCHMARK #2:
City of Fort Collins Benchmark 19-92
Located on the southwest corner of East Drake Road and Lemay Avenue, on top of a
sanitary sewer pump station.
Elevation= 4975.21
Basis of Bearings
The Basis of Bearings is the West line of the Northwest Quarter, Section 30, Township 7
North, Range 68 West of the 6th P.M. as bearing South 00�13'48" East (assumed bearing).
Northern Engineering Services, Inc
NE Project No. 665-002
Date: JULY, 2013
ORIGINAL FIELD SURVEY BY:
CTL Thompson, Inc.
"PRELIMINARY GEOTECHNICAL INVESTIGATION
REGENCY MULTI-FAMILY RESIDENTIAL"
CTL Project No. FC05622-115
Date: August 24, 2011
SUBSURFACE EXPLORATION BY:
PROJECT BENCHMARKS:
SHEET INDEX
C000 COVER SHEET
C001 GENERAL AND CONSTRUCTION NOTES
C100 EXISTING CONDITIONS & DEMOLITION PLAN
GRADING PLAN
C300-C301
C400-C401
UTILITY PLAN
C200
SUBDIVISION PLAT (FOR REFERENCE ONLY)
C500 ASTILBE WAY& WILDROSE CIRCLE
(RESERVED FOR FUTURE USE)
LAKEVIEW SUBDIVISION
BEING A REPLAT OF FIRST CHRISTIAN CHURCH P.U.D. LOCATED IN THE NORTHWEST
QUARTER OF SECTION 30, TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH P.M.,
CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
Christ Center Community Church
2700 Lemay Avenue
Fort Collins, CO 80525
(970) 223-5770
OWNER
C600 DRAINAGE EXHIBIT
ROADWAY PLAN AND PROFILES
C501 PEONY COURT& BLUEBONNET LANE